1 PRIESTLEY JA: The Gloucester Shire Council appeals against an interlocutory judgment by Harvey Cooper DCJ that 30% of the fault for a car accident in its Shire lay upon it. The Council was the third party in the proceedings having been joined as such by the defendant, the driver of the car, whose fault the judge assessed at 70%.
2 The main contention in the council's appeal was that no finding of liability should have been made against it.
3 The accident happened in 1992 about twenty kilometres east of Nowendoc on the road to Gloucester.
4 In its appeal, the Council relies on legal rules laid down by the High Court in 1936, in Buckle v Bayswater Road Board (1936) 57 CLR 259. That case was decided by three judges, Latham CJ, Dixon J and McTiernan J. All three agreed that highway authorities were not liable for non-feasance, but were liable for misfeasance. In the case itself Latham CJ and McTiernan J thought the facts showed misfeasance and concluded that Mr Buckle should have judgment against Bayswater Road Board. Dixon J, in dissent, was of opinion that the facts showed non-feasance, so that the Bayswater Road Board was not liable. The origin of the rules stated in the case lay far away from Nowendoc both in time and space. That might not matter were it not also the case that between the time of the origin of the rules and 1936 there had been very significant change in the type and volume of road traffic, the building of roads and highways, the ways in which roads and highways were maintained and controlled, and the ways in which highway authorities were constituted and financed. Changes in these matters continued rapidly between 1936 and 1992.
5 The court in Buckle upheld the non-feasance/misfeasance distinction on the basis of a chain of authority, mostly the decisions of English judges, reaching back to the days of Coke (d 1634), when a common law liability lay upon the inhabitants of parishes or counties to repair roads. This liability was later transferred to local authorities by statute, according to Latham CJ (at 268). The liability had been enforceable not by an action for damages but by indictment. Dixon J left open the possibility that in 1936 that was still the position (at 292.6). The relevant decisions were not all consistent and Dixon J exerted his very considerable powers in reconciling the bulk of them and branding an unfortunate few as incorrect and responsible for a departure from principle requiring a process of rehabilitation which proved to be slow (at 290). In 1950 Fullagar J described the position reached in regard to the immunity of highway authorities as "very curious" (Gorringe v The Transport Commission (Tas) 80 CLR 357 at 377). Dixon J's rationalisation in Buckle of the law as he then saw it seems unpersuasive to many judges today, if the number of cases which this court sees in which trial courts struggle to evade or limit its reach can be taken as a reliable indication. Right at the beginning of the 20th century there seems to have been some dissatisfaction in England with the position reached by the case law; in Buckle (at 301) McTiernan J mentioned that in 1904 Lord Halsbury had commented adversely on the fact that in some cases non-feasance had been found where the facts really amounted to misfeasance.
6 In the present case the trial judge case escaped Buckle's vice-like grip by reliance on a decision of this court, Turner v Ku-ring-gai Municipal Council (1990) 72 LGRA 60 in which reference was made to the fact that the non-feasance/misfeasance distinction had no application to negligent omissions by a traffic authority even though it happened also to be the highway authority (at 328).
7 In his opinion in this appeal, which I have had the benefit of reading in draft, Davies AJA doubts whether the trial judge was justified in relying on Turner. However, for other reasons, with which I agree, and in respect of which I will later add only one observation, he concluded that the appeal should be dismissed. Because I agree with Davies AJA's alternative basis for liability, I do not need to consider whether the trial judge was in error in relying on Turner. I should however record that, without having examined the question fully or formed a final opinion on it, it seems to me distinctly arguable that the trial judge's use of Turner was supportable.
8 A further matter that I do not base my opinion on because it was not argued in the appeal, but which I nevertheless think is worth recording was examined to a certain extent in evidence at the trial. This relates to the original construction of the road. It seems to me that the law as stated in Buckle starts with the assumption that the relevant highway authority has either itself built or become responsible for a public road that was appropriately built for the circumstances of its time. The rule then is that neglect on the part of the road authority after such first construction to construct, repair or maintain the road or other highway can not give rise to civil liability: see Dixon J in Buckle at 281.
9 The origin of the road in the present case may in itself be enough to take the case outside the ambit of the rules in Buckle. The evidence in the case concerning the origin of the road came mainly from a document in evidence dated 22 December 1960, as explained by Mr Gendron, the Council's Director of Technical Services. The history was that the part of the road where the accident happened had come into existence as a private road owned by a sawmiller that had been used by timber jinkers. This came into the ownership of the Council in the early 1960s as part of a long term plan to build a good trafficable road between Walcha and Gloucester. Mr Gendron described it as having been a forestry road until, in the Council's hands, it became a public road. Part of his cross-examination on this topic reads as follows:
" Q. Doesn't that all boil down to this that in the early sixties, when council took over this road, it then set about making it suitable for the public?
A. Yes.
Q. So to that extent, it constructed it?
A. It started to upgrade it, yes.
Q. and by 'upgrade', you mean build corners in a proper fashion for the public to travel on?
A. Improve the standard of it, yes.
Q. Because this has been, as we've already said, a tourist road since the early seventies?
A. Yes.
Q. And indeed, the name was changed to Thunderbolt's Way to give it that more tourist flavour?
A. That's right.
Q. And it's a road that's used historically by timber jinkers?
A. Yes.
Q. Trucks carting wool and other agriculture produce?
A. Yes.
Q. And a tourist route for people travelling in motor cars and caravans and that type of thing?
A. Yes.
Q. And that's developed since it was taken over in the sixties?
A. Yes. "
10 So far as I can see there was no other evidence before the court concerning the state of the relevant part of the road at the time when it came under the Council's control. On the evidence as it was left, the inference may well be available that at the time the Council began to develop the road, it was not then in a suitable condition for general traffic. From that time on, both until 1992 and afterwards, the evidence shows that the Gloucester/Walcha road was being worked on, whenever the Council had available funds, to bring it towards the eventual objective of being fully sealed. Different parts of it were sealed from time to time and other improvements made.
11 Whether there was room in the circumstances of the improvements of the Gloucester/Walcha road from the 1960s onwards for the operation of any non-feasance immunity seems to me to be a very real question. However, for the reason I have indicated it is not open in this appeal for me to give full consideration to this possible way of looking at the case, or to base any conclusion upon it.
12 The case itself provides a good example of a basic problem lying behind the rule in Buckle. The extensive use of motor transport generates a need for good roads and highways and an expectation that they will be provided. This expectation translates itself into a tendency on the part of courts to think that liability for damage caused by defective roads and highways should be borne by highway authorities. Yet in many cases defects in roads and highways are the result of insufficient funding being available to the highway authorities.
13 The evidence in the present case shows the following: the population of the Gloucester Shire was approximately 4,900, so that the number of ratepayers would be very considerably lower; the Council's area was about 2,900 square kilometres; much of the road building and improvement in the Shire was paid for by special grants from the Commonwealth and the State; the Council was earnest and persevering in its efforts to complete a fully sealed road between Gloucester and Walcha, but it was simply impossible to do so from its own funds and those otherwise made available to it, any more quickly than by the rather stately rate of progress shown in the evidence.
14 These features were emphasised in the Council's case, on the merits, and also were no doubt symptomatic of the policy background to the non-feasance rule. On the other side of the merits question was the fact that the Council actively promoted the use of the road for tourist and commercial purposes, with a view to improving the economic life of the district. This was why the Gloucester/Walcha road was renamed Thunderbolt's Way. The Council was thus in the dilemma of wanting traffic on the road to increase but not having sufficient funds to bring it quickly into the state which was planned for it.
15 Cases more or less like the present one are continually occurring and cause acute problems both for damaged users of the roads and the highway authorities.
16 However, as I have indicated, in the present case, I agree with the method of reasoning and the conclusions of Davies AJA. I also indicated earlier that there was one observation I wished to add to what he said in his opinion.
17 This relates to one of the matters integral to the difference of opinion between Powell JA and Davies AJA in this case. In Powell JA's view, the basis on which Davies AJA concluded the Council was liable was not one which the defendant had sought to make at the trial and was not open to this court on appeal. However, in one passage in his reasons, the trial judge recorded that his understanding of the defendant's claim against the Council was:
" essentially that the roadway up to the subject bends was reasonably good and permitted moderately high speeds at times up to the State maximum of 100 kilometres per hour. However, at the commencement of the bends there is a sudden change which necessitates a very much lower speed, and that the cross-defendant failed to give adequate warning of the dramatic change in conditions. "
18 I can see that minds might reasonably differ on the question whether the case thus asserted before the trial judge was sufficiently similar to the basis upon which Davies AJA reaches his conclusion, to make it legitimate for Davies AJA (and hence for me also) to decide the case in the way he proposes. To my mind the similarity between the two ways of putting the matter is sufficiently close to justify the view that Davies AJA's conclusion is based on matters that were squarely before the court at the trial.
19 In my opinion the appeal should be dismissed with costs.
20 POWELL JA: I have read in draft the Judgment which has been prepared by Davies AJA. I am unable to agree with his Honour's conclusions nor with the reasons which he gives for having reached those conclusions, which reasons and conclusions, I regret to say, I regard as not being open on the case which the Defendant sought to advance against the Council at trial, and which, in any event, I regard as contrary to established authority.
21 Although, in his Judgment, Davies AJA has set out some of the background facts, those facts, in my view, need to be elaborated upon in order that the circumstances which gave rise to the accident might more fully be understood.
22 The road between Walcha and Gloucester which is now known as Thunderbolt's Way, lies within the boundaries of two shires, the Shire of Walcha and the Shire of Gloucester. For the greater part of its length between Walcha and the site of the accident, Thunderbolt's Way lies within the boundaries of the Shire of Walcha - the boundary between the two shires is about 7.45 kilometres to the North West of the site of the accident. That part of the road which lies within the boundaries of the Gloucester Shire appears to be about 66 kilometres in length (see Blue AB 254). The road from Walcha to the boundary between Walcha Shire and Gloucester Shire appears as if it might be of the order of 100 kilometres in length.
23 As best as one can judge it from the materials which are before the Court (Blue AB 460) the road was constructed many years ago by the Forestry Commission and Carsons Northern Timber Company Limited as a logging road. The Giro Road - which seems as if it is in some way associated with the Giro State Forest appears to be about 44 kilometres North West of Gloucester and about 22 kilometres South East of the boundary between Walcha Shire and the Gloucester Shire while Carsons Forestry Road appears to be about 53 kilometres North West of Gloucester and about 13 kilometres South East of the boundary between Walcha Shire and Gloucester Shire (Blue AB 254).
24 It is said (Blue AB 391) that the road from Walcha towards Nowendoc - which is located within the Walcha Shire - was comprised of bitumen paved two lane, two way, roadway in generally good to excellent condition until a point about 5 kilometres North of Nowendoc at which point the road reverted to a well aligned gravel pavement section.
25 The report of Mr. Hedley of 21 February 1994 (Blue AB 332) that from the Nowendoc village turn off to the boundary between the Walcha Shire and Gloucester Shire - distance of 11.85 kilometres, in which there were some 30 curves - the road pavement was of unsealed gravel with large hard rocks embedded within the carriageway being of variable width from a minimum of approximately 6 metres wide - it was said that curve travel speeds were generally 70 kph with one curve a low of 50 kph and 3 curves of 80 kph.
26 Immediately to the South East of the boundary between Walcha Shire was a short - 200 metres - straight unsealed gravel roadway, the carriageway being in excess of 6 to 7 metres in width and the surface good. At the end of the gravel roadway was a bitumen sealed road about 6.5 kilometres in length traversing undulating country. Towards the North Western end of the bitumen road is a sign "Narrow Gravel Road" alerting traffic travelling to the North West of the gravel road beyond the bitumen, while approximately 100 metres from the South East end of the bitumen road is a sign "Gravel Road" warning traffic travelling South East of the gravel road beyond the bitumen. According to Mr. Hedley's report (Blue AB 333) minimum travel speed on the bitumen sealed road, due to alignment only, was 80 kph with 100 kph generally possible.
27 It should be noted that, during the course of his evidence in chief (Black AB 50) the Defendant said that he did not recall the sealed section of roadway and that as he travelled towards the point of the accident he did not observe any signs on the side of the road indicating a change of conditions.
28 In light of the evidence given by the Defendant at trial as to what occurred immediately prior to the accident, it seems desirable that I should set out verbatim what was recorded by Mr. Hedley in his report as to the condition of the road from the end of the bitumen sealed road to the point of the accident. It was as follows (Blue AB 333):
"4. SECTION 18.6Km - 18.7Km
· The bitumen surfacing ends within a high speed sweeping Right Hand curve.
· The bitumen is approx 6.3 metres wide and the road formation 10 metres wide at the start of this section tapering to 8 metres formation width at the end which is also the end of the sweeping curve.
· The gravel part of this section is in good condition with 80 Kph being a comfortable and safe speed.
5. SECTION 18.7Km - 19.1Km
· Gravel surface in good condition, formation width approx. 7 metres - 80Kph achieved.
· Alignment small straight, slight kink to left then 250-300 metres straight.
6. SECTION 19.1Km - 19.2Km
· Gravel surface fair only with large rocks protruding up to 70mm above general surface.
· Formation width 5.5 metres approx.
· Left hand curve - 60Kph achieved.
7. SECTION 19.2Km - 19.3Km
· General surface fair only and with protruding rocks similar to previous section 6 and is a Right hand curve - 60 Kph achieved.
· Formation width generally 7.5 metres wide, however, due to either maintenance grading or traffic choice the right hand side 5.5 metres only is used and has correct crossfall.
· The left hand 2 metres width has adverse crossfall, is covered with fine loose gravel approx. 70mm deep and appears to receive little use by traffic.
· The loose gravel could have been swept to this location by traffic or by maintenance grading.
· The accident site is at the end of this section and on the Left Hand side of the road.
GENERAL COMMENT
(a) The accident site is within a section some 1.5 Km in length which would be the most hazardous encountered between Nowendoc and Gloucester.
(b) The steep terrain on the left hand side through sections 6 and 7 and the accident site is particularly daunting being very close and adjacent to the road without protection of barrier, guide post or signs.
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